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1~5~1 j~ f(w I ,6 ~ rBi;' ~P` OIT . ~ - ~ ~ U YV' , 500 / ~ I.~l 1 1e~+e rRy ~g O
'~++rr,, 1 rS'.~ q hl ~ 09. 1. ~ 1 'V ~ i ~ ~~yiiirl r,. 65 Pn ~N .r--.-..=-~ - _ ~ ' ~.i 1 f, " ~ ( J Q I h1 ~f NC ~ ~ ~T ~ 1 1 r0~ ~ II dJ :,i. ' 1 1 oti r~"~ ~ U~
r ~ _ ~ v~
I I r *C rr''d' ~ ~ r,' 6' - soe I ~ 1 ~ ~ 1 + ~ ~i4 2,s S3~o try
_ c 1 I ' I l sq ~ vw 'r ~ ~ , 1 ~ 1 1 fir ~ ~ ~
0 N ~ I ~ I _G'' I C i. I ~f ~ I I 1 ~ 3 vets' ` ~ ' h
~,II I ! a Y~~ 1I1
~ ~ ~ r ~I ~ I ~ / G ~ 1
e or $ ~ -s,~n':fl`'9~. 1 _ ~ .,,L a , CAi ~ I i I ~ 1 = U ~
I I f ~ l ' ~ C.~ ~ ~
o) /A ~ ~ I ve8 ~ ' 1 ~ ~
- m ' Q ~ - ~ ~ I ' i ~ ~ ~ ~ ~ Z I ~
_ ~ R - , ~ a _ IJ -r' jai - ~ , ~ h I qp
~ 1 - h ~ ~ ~F ; ' ~ pq 6~~~ti~^ EXISTING IMPERVIOU5 AREA ~ ~
1' ~ \ , " ~ ' ~ ; ~ RCF~ SOg Sisk DESCRIPTION SF ACRES ~ ~ ~
to ~ ~ 1 ` I I I ~ p BUILDINGS 6,298,18 0,144 0 ~ O
C7 I__.L I ~ ~"I r.. I ~ I ~~t ~ ~ I ry'~ L..,.'.y ~ . O ~s 30 SO PAVEMENT ~ U ''e CONCRETE 1,374,54 0.032 ~ W ~ o
t t GRAVEL. 7,355,51 0.169 ~i ~ ~ ~
' M ~ q ~ ~ I ~ O i i >P ~ :~I I ' ~ / Db Y S y / TOTALS 15,01.8.23 0.345 Q ~
u D .N D ~ ~ ~ o ~ A e R ~ os ~ f` L ~ J o 'I SRC 2s 0 FiD . r ; I E;` ~ . ,A ~ / ~ ~ ~ W
I~ ROC 16 A ~j~ I - i~,l .r ~ /
~ / ~ I ~t~''Fc D a ~ r D ~ ~ k s A . I 'tii~` f~ PROP05ED IMPERVIOUS AREA ~ p
s pR/W DDS C ~ ~ Sd DESCRIPTION S>= ACRES ~ W BUILDINGS 91,187.44 2,093 ~
_R~ ,I i sc W ?e p - ~ ~ I ~ / , ~ , ~l " `on ~1, Ifp k~ , ' PAVEMENT 194,015.51 4,454 Q
~~R,(W i ~ r. . Shoo. ~ / I RFIe AFaf I ~ I ~ IiF eo, / / CONCRETE 31,48.73 0,720
0 /y, Oy, ~ v I ~ , Rq / \ GRAVEL 6,119.07 0.140
d C I ~ / ~ i'q ',a~,' i ~ ~ / TOTAL5 322,670,75 7,407
Y4_.. _ ' ~ I ~
~ . i ~ ~ ~ fOB'~ STEEL CnSwC - ,'1 ~ ~ . ,
to yr i.o tso ww. ,Nlatr>Fss 4.,15 BtlN[ R Cw C 'INSTA0. PROP. 8" pv WATER li.l ~ i ~ ,.i , i1 ~ II TOTAL IMPERVIOUS AREA
n -LINE Br ed1E J ,tack METNtlD, . _ ~ - ~ ` - _ . - i , f)F"`;f:RIPTIf1N SF Af:RFS
BUILDINGS 97,485.62 2.237
PAVEMENT 194,015.51 4.454 SHEET NO.
CONCRETE 32,723.27 0.752
GRAVEL 13,474.58 0,309
REA ROAD 6, F a 4 TOTALS 337,698.98 7.752 GRAPHIC SCALE
1 S.R. 1316 ~ ~ s tF Rc sp ti R w 1 ~ F( 9 s TOTAL % IMPERVIOUS 14,047. 100' 50' 0 100' 200' C
I~ 1 AND PAVE > i A T "C MENT VARI o0 F~l q p ES ~ ~ ~ 4 OR y
p 0 A 6, NF 1" = 100' FEET
3
a a OF-
0
- -

GATE POST ,'`'+,+++ruri+,+~ff,,
' ~ ' ~ ' ' - CONSTRUCTION SPECIFICATION s 4ND MA'INT'ENANCE RE UIREMENTS; ~ - CORNER POST ` P ~N~~;
+ S 1, INSPECT MONTHLY OR AFTER EVERY RUNOFF-PR D IN b' r0 D UC G RAlP LINE POST .by o~ PRODUCING RAINFALL E>/EN7, WHICHEI/ER COMES FlR5T ; ~ ~ 4, y
1) Site preparations - Cleor, grub, and strip topsoil from ovens A. REMOhE DEBRIS FROM THE TRASH RACK, r~
under the embankment to remove trees, vegetation, roots, and B. CHECK AND CLEAR THE ORIFICE DF ANY OBSTRUCTIONS. h ' ~ / other ob'ectionable material. To facilitate sediment cleanout MECHANISM, CHECK FOR PUMP OPERATION, ~ 4h ~ LJ: ?STRUCTIONS. IF A PUMP !S USED AS THE DRAWDOWN ~ ~ ~ `
I l 1 I ~ 1 ~ ~ • and restvrotion, clear the pool ores of all brush, trees, and C, CHECK THE POND SIDE SLOPES,' REMD~E TRASH, REPAIR Ei SASH, REPAIR ERODED AREA BEFORE THE NEXT RAINFALL TDP RAIL d
- ( I I i ~ ~ other objectionoble materials, Stockpile oll to soil or soil EVENT .~e~ ,,~a.
' ~ ~ c n lain r i P D, !F THE POND IS OPERATED WITH A VEGETA TED FILTER CHE 1 ~ ` ~j a to g o gon c matter for use on the outer shell of the TED FILTER, CHECK THE FILTER FOR SEDIMENT #9 GAUGE FABRIC ~ RATION OF THE FLOW SPREADER MECHANISM, REPAIR WITH 2" MESH ~ ,,,,,,,+++'''a
I _ embonkment to focilitate ve etative establishm n , ACCUMULATION, EROSION AND PROPER OPERATION OF THE I ~ ~ ~ ~ g e t Place AS NEC ARY ~ p~ _ temporary sediment control measures below the basin as needed. ESS '
( j ~ ~ _ - Z DUARTERL Y BRACE
I ~ / ~ (37 ~ Op A, JNSPECT THE COLLECTJON SYSTEM l.E CATCH BASINS PIP ~ ; / N 2) Cut-off trench - Excavate a cut-off trench olnn the ~ ' rCH BASINS, PIPING, GRASSED SWALES~ FOR PROPER o r FROM BASIN GRATES AND BASIN BOTTOMS, AND CHECK io r 1 ~e
I I I ( I ~ t9 n 'n g FUNCTIONING. CLEAR ACCUMULATED TRASH FROM BASIN G C I / I .,gyp ce terl~ a of the earth fill embankment, Cut the trench to PJPING FDR OBSTRUCTIONS
I , I A I ~ ( ( p ~ ~ stable soil matenol, but m no case moke it less than 2 feet B. CHECK POND INLET PIPES FOR UNDERCUTTING, REPLACE R/I I ~ \ dee . The cut-off trench must extend in G R ~ I r ( P to both abutments to ESEED GRASSED SWALES, INCLUDING THE VEGETATED FlLTL VG, REPLACE RIPRAP, AND REPAIR BROKEN PIPES o 3 „ V ~ Z
t I ~ at least the elevation of the riser crest, M ke h 'n' NECESSARY, REPAIR ERODED AR A IMM !AT t I 3 I ~ o t o ml imum E ED ELY, 4 rELEY, TED FILTER lF APPLICABLE, TWICE A YEAR AS ~ TIE ~ Z Z Vw RDOS Z
I I ~ ~QO- _ _ _ _ _ bottom width wide enough to permit operation of excavation and 3. Et~E'RY B MONTHS ~ Z
~ I 9~, ~ A, RE"MfJIiE ACCUMULATED SEDIM NT FR 1 3j J compaction equipment but in no case less than 2 feet. Moke E OM THE BOTTOM OF Tf I I I ( I I ~ - - side sla es of the trench no stee er than 1;1. Coin action B, CHECK THE POND DEPTH AT t~ARJ0U5 Pp/NTS !N THE POND BorroM ©F THE aurcer srRUGrURE. ~ W Q y" I TS !N THE POND. !F DEPTH IS REDUCED TO y59' OF #7 GAUGE TENSION WIRE ~ W J W I
I ( ~ I ~ p P P ORIGINAL ! N ~ _ I I I / ~ requirements are the same os those for the embonkment, Keep DESG DEPTH, SEDIMENT WILL BE REMOVED TO A REMOVED TO AT LEAST ORIGINAL DESIGN DEPTH, ~ Z ~ ~ ;
~ I I I r the trench dr durin bockfillin n 4. GENERAL ~ ~ ; I I ~ , y g g a d compaction operations, A, MOW THE SIDE SLOPES, NOT INCLUDING NORMALL Y SUBMER~ 0 ?MALL Y SUBMERGED ~"GErATED SHELF, ACCORDING TO ...r ~ a
a I I ~ ~ ~ I ! ~ I ' I ~ ~ ; THE SEASON, MAXIMUM GRASS HEIGHT W1LL BE 6", ~ ~ 3) Embankment Take fill moteriol from the approved areos shown B. CATTAILS, AND OTHER INDIGENOUS WETLAND PLANTS, ARE ~ ~ TIE FABRIC TD TENSION may, ? BE 6", WIRE & TOP RAIL.WITH z Z
/ I ~ ~ Q) on the plans. It should be cleon mineral sort free of roots ' ~ a PERlMETER,~ HDWE!/ER, THEY MUST BE REMD kED WHEN THE1 ~ PLANTS, ARE ENCOURAGED ALONG THE POND ~9 GAUGE TIE WIRE r ~ W Q
I ( ~ ~ \ ~ woody vegetation, racks, and other ob'ectianable material, THE POND, ~~ED WHEN THEY CODER THE ENTIRE SURFACE AREA OF
i' ~ Scarify areas on which fill is to be placed before placing C. THE OR1F/CE JS DESIGNED TO DRAW DOWN THE POND IN 2- I i / ~ ~ J NE POND IN 2-5 DAYS IF DRAW DOWN J5 NOT ~ r ~
i ~ I \ fill, The fill moteriol must contain sufficient moisture sa ACCOMPLISHED IN THAT 17ME, THE SYSTEM MAY BE CLOGGE ~ I , _ it can be formed b hand into a boll without arumblin . If MUST BE FOUND AND ELIMINATED. MAY BE CLOGGED. THE SOURCE OF THE CLOGGING 8'-0" MAX. CORNER-LINE POST 8'-0" LINE-LINE LEAF SIZE AS REQUIRED !L/~Jy
' ~ ) ~ I ~ y g D. AL1 COMPONENTS DF THE DETENTION P N Y ~ ~ water can be squeezed out of the ball, it is too wet for 0 D S STEM MUST ~ SYSTEM MUST BE KEPT !N GOOD WORKING ORDER, v ~
l ` ` ~ proper campoction, Place fill moteriol in 6 to 8 inch f ~ ~ ~ , 8'-0" GATE-LINE a~ ~ ~
I ~ ~ ~ continuous layers over the entire length of the fill oreo and
A) ~ ~ then compact it. Compoction ma be obtained b rnutin the 6 C N L K / y v g I \ ~ \ ~ ~ construction houlin a ui meat over the fill o h ~ ~ ~ ~ ~ N ~ ~ U i
FENCE ~ / , g q P s tat the ` entire surface of eoch layer is troversed by at least one GATE POST SIZE z ~ ,p U FRAME WORK CHART GATE LEAF SIZE GATE POST J d Z ~ ~
_ ~ wheel or (read track of the hepvy equipment, or a compactor ,1 ~ ~ may be used. Construct the embankment to an elevation 10% FABRIC HEIGHT LINE POST TOP RAIL END CORNER POST 6' OR LESS 3" O,D. ~ ~ o~p ~ ~
I \ ~ ~ ~ ~ hi her than the deli n hei ht to allow for settlin , 4'-Ei' 2° O.D. 1 5 8" O.D. 2 1 2" O, D. 6'-12' 3" O,D, ~ ~ ~ ~Q ~
x 9 9 9 g \ ~ ~ ~ ~ ~ - 7'-9' 2 1 2" O.D. 1 5 8" O.D. 3" O,D. 12'-20' 4" O.D. ~ U ~ ~
~ ~ 4) Conduit spillways Securely attach the riser to the barrel or - PROPOSED 54" DIA. 10 GAl 10'-12' 3" O.D. 2" O,D. 4" O.D, 20'-24' 6 5 8" 0.0. r~ ~4" DIA. 1o GAUGE OvER 12' 4" O.D. 2" O.D. 4" O.D. OVER 24' 8 5 B" O.D. ~ ~ ~ a ~
i SEDI,MEN ~ ~ \ barrel stub to make a watertight structural aonnection, „ tRUGATEO ALUMINUM ~ _ ~
I Secure oll connections between barrel sections b a roved 3 x 1° CORRUGATED ALUM FORB'AY ~ \ y PP waterti ht ossembhes, Place the borrel and riser nn n firm, TRASH RACK, SEE THIS SHE SEE THIS SHEET O_
' ~ ~ smooth foundation of impervious soil, Oo not use ervious FOR DETAILS I ~ / P DETAIL -CHAIN LINK FENCE ~
material such as Bond, grovel, or crushed stone os baokfill ~ ~ A ~
~ ~ ~ k ~ around the pipe or anti-seep collars- Place the fdl material ~ \ t~ ~ ~ ~ \ ~ oround the pipe spillway in 4-inch layers and compost it under NTS
~ ~ ~ ~ ` \ vnd oround the pipe tv of leost the same densit as the I
~ ~ ~ y J \ ~ I \ adjaaent embonkment. Care must be token not to raise the pipe TOP TRASH RACK 683,01 ;H RACK 683,00 ~ ~
1 1 ~ Cp .1 '1 \ from firm contact with its foundation when compacting under
1 Uj TOP OF 1 / ` the pipe haunches. ~ ~ 1 ~ r ~ ~ _ ~ TOP OF RISER, 641,50 ISER, 681,50
~ GABIONS Place a minimum depth of 2 feet of hond compacted backfill M ' ~ ~7h;00 ~ i I ~ I ~r over the i e s illwo b f r r in i
( ~ I p p p y e o e a oss g t with constructon i ~ / 1 / equipment. Anahor the riser in lace b concrete or other I ' 1 ~ p Y TEMPORARY WATER
( ~ / satisfactory meons to prevent flotation. In no case should QUALITY ZONE NOTE IF POND IS USED AS A TEMPORARY SEDIMENT BASIN 1/2" U-BOLT ELEV, 680.00 ~ THE SEDIMENT MUST BE REMOVED BEFORE MAINTENANCE
d ( i O I ~ / ~ the pipe conduit be instvlled by cutting a trench through the RESPONSIBILITY IS TRANSFERRED TO UNION COUNTY PUBLIC SCHOOLS. I
~ ( ! ~ dam after the embankment is complete, 1,6 WATER QUALITY I ~ ~ NOTCH TRASH RACK fER QUALITY 4SE ORIFICE g" pRAIN
I \ ' / AROUND BARR RELEASE ORIFICE \ i / S) Emergency spillway Install the emergency spillway in EL ELEV. 680,00 680,00 24" x 1/4" THICK ALUMINUM
~ ' undisturbed soil. The achiev m n ~ ~ ~ r ~A~T~ e e f of planned elevations, PERMANENT POOL ANTI-VORTEX PLATES EACH WAY
I\ ~ ' / , grade, design width, and entrance and exit ahannel slopes are , SHEAR GATE 3' DEEP WELD INTERSECTIONS 5/$" DIA. ALUMINUM RODS ®12" O.C. r
~ r critical to the successful operation of the emergency 24° C.A,A.P. BARREL ' ( J ~ spillway. 36" C.A,A.P. ' „ LIFT ROD ~ ~ ~ EACH WAY, TYPICAL 7 p••~ Z 36 C.A,A.P. & FRAME 5/B" DlA, ALUMINUM RODS ~ 12" O,C. WELD ALL fNTERSECTIpNS O
1 ~ ®0.56 ~ RISER RISER ~ EACW WAY, TYPICAL ~
i / ~ ~ C~j ~ 6) Inlets Disahnrge water into the basin in a rnanner to prevent.,, ' WELD ALL INTERSECTIONS r/j
~ / ~D ~ erosion, Use diversions with vuflet protection to divert ~ i I i sediment-laden water to the upper end of the pea( area to ~ ELEV. 677.00 PROPOSED 54" DIA. 10 GAUGE h- ~ o ~ ~ I
,/r POURED r ~ I r improve bosin trop efficiency. (References: Runoff Control , POURED ~ 3" x 1" CORRUGATED ALUMINUM U Z ~ W
1 ~ I ~ M r INVERT ~ easu es and Outlet Protection} INVERT ~ ~--•SEDIMENT TRASH RACK SKIRT -~j ~ t`) ~ {~j ~ j ~
~ / ~ INV. 677,00 r ~ 1 / F r N STORAGE ~ ~ o~ p u~~ i 3000 ~ ELEV. 675.0 I
i i I ME GE I % ~ 7) Erosion control -Construct the structure so that the ILL W/ 3000 , ' ~ I ~ / ; PSI CONCRETE ~ I i / PdLLW , / d sturbed area Is mm~m~zed. Desert ,surface water oway from ~ )NCRETE N ~ r I
` ( bare areas, Complete the embankment before the oreo Is 150 PCF ~ I ( t PCF a ~ ~
~ ~ cleored. Stabilize the emer ens s illwa embankmen n II i ~D 9 Y P Y tad a I e ~ \ i b N
( I ) other disturbed Drees obove the crest of the principal 3000 PSI CONCRETE I ~ ~ ~ CONCRETE ~
I ~ ~ f ( I J spillway immediotely after aonstruction. (Referenaes. Surfoce 1 I l 1~o PCF ~ ) 1 r j ,,.--F- ( Stabilization) PCF f ~
' l ( I ~ ~ I ( i ~ l I ~ GL. I
I Cp ( i ( ( 8) 5afet -Sediment bosins ma attract children and can be ~ ( I I I { 0( Y Y , l f a7 I ~ I ( dongerous. Avoid steep side slopes and fenae and mark basins 6 -0 SQUARE CONCRETE RISER +
I I I ' ~ ~ ~ I ~ with warning signs if ties assin is likel , Follow all state `-0" SQUARE FOOTING TO BE ON 24" x i/4" THICK ALUMIMUM ` I 1 ~ ! PROPOSED 36" DIA. ANTI-VORTEX PLATES ` W
1 1 ~ r } t 1 Cp P 9 Y i I I l I ~ A and local requirements. UNDISTURBED SOIL C.A.A.P. RISER WELD (NTERSECTION5 ~
f \ 1 ~ ~ ~ ~ i I I RISER PIPE DETAIL DETAIL
~ ~ 1 ~ A MAINTENANCE ~ 1 1 ~ ` 1 ~ NOT TO SCALE ~ ~
~ ~ I ~ ~ i 1 / Check sediment basins after periods of significank runoff, Remove 36" C.A.A.P. RISER ~
1 ~ I I I I ~ ~ 1 l ~ sedimenf and restore the basin to its original. dimensions when ? ~
~ ~ 1 ~ ~ ( ~ ' ~ sediment accumulotes to one-h If h i n I / ~ l , a t e des g depth, 12" TYP, ~
6, / A I ~ \ \ ELEVATION PLAN W - N ~ ~ ~
i ! I I \ Check the embonkment, spillways, and outlet far erosion domoge, and I ~ ~ ~ in h STORMWATER LEVELS sped t e embankment for piping and settlement. Moke all 1 Y A 4WATER LEVELS INFLOW OUTFLOW BASIN LEVEL ~
GRAPHIC SCALE necessory repairs immediately. Remove all trash and other debns 0 E R AR 22,01 CFS 20,14 CFS 682.24' -TRASH RACK DETAILS
~ ~ 30 15 0 30 60 from the riser and pool oreo, 100 YEAR EAR 30,35 CFS 25.23 CFS 682.82'
NOT TO SCALE
1 = 30 FEET
I I I I i _I_-_ ~ I ~ I - - - ~ - i_.._'_.'--- _ ~ - i --7- ____I_._..__...._I.___-. ___J_.__ _
~ I - - - _ ~I _ I ~ ~ I I
.-.__.~_i~ _ , i
- - - - - - - I__I_-.-
i
- - SPILLWAY PIPE SPECIFICATIONS ~ C~ ~ ~
I i ~ I a i I - j A. CORRUGATED ALUMINUM ALLOY PIPE ~C.A,A.P,} ~ ~ ~
._-..__..__I_.... ~ - _ I .\I__I_ _ j._ ~ 1, THE PIPE SHALL MEET THE APPLICABLE REQUIREMENTS ~
I i , i i -----i - -r---r-- - - -I---~- ~l~f LW Y-I-r--I---r-- ---'f-~ - ~.i__ I _ ~._I._.. _.._..1_,.__ - 1 'rP-'OF TR ~S -R- ~C- OF CURRENT A,A.S,H.T,O. SPECIFICATIONS M-196, ~ "r ~ ~
I I I i I 6~3. ~ D LATEST EDITION, ~ ~ ~ ~
- - _ _ T~P ~ F IS~R ~ ~ ~ f I~ - 2. THE PIPE SHALL BE FABRICATED WITH TWO ANNULAR
~ TPOFDM ,8.00 I CORRUGATED REROLLED ENDS OR BE FURNISHED WITH ~ ~ ~ H
_ _ _ I FLANGED ENDS TO BE CONNECTED USING STA1Nl,ESS ~ ~ ~ 1 ~ - I STEEL HARDWARE AND CLOSED CELL NEOPRENE GASKETS. ~ ~ ~ Z
- ~ - - - - - - ~ A I ~1 ~ - __l___ _~.LOL -ARI- - __._._~---r - , ~ I ~ I ~ ~ ( I I I I I ~ ~ i ~ ~ ~ _ WHERE REROLLEb ENDS ARE USED, A MUGGER TYPE BAND ~ WITH "O" RING GASKETS WILL BE REQUIRED.
C 0.56
~ ~ I l i (p - - - I I I I I I- ~I- B TT ~ M OF POD 67 A ~ 3. THE PIPE SHALL BE FORMED FROM SHEET CONFORMING TO THE ~ p
O I I I ~ o i ~ ~ ~ I ._J ___._i_._:__,.__ REQUIREMENTS OF A,A.S.H,T.O, SPECIFICATION M-197, r.-~ U
~ i ~ i UT 0 'F RENC - - - THE CORE ALLOY SHALL BE 3004-H34, CLAD ON BOTH 51DES ~ ~
- _.__~L; V iRT~ L-A~S I~I- ~Lp _Ap - - ' -.L~~~..____.__-----_._I- - ~ ~ I DEED ~74 00 22 DEEP ~ I ~~~~-''I~'~.`~:': _ _ WITH ALLOY 7072, ~ ~ ~ o
. - --1-- -I ~ ~ o - - - - - - - - _I--
Q 6x6 x3 _ ~
0 a - - - _ I_ _ ~ ~ ~
I ~ i
- I-. _
N I~ I r-- - -I I ~ TOP OF DAM
4 - ~.~1 I ~ - - -___._I_._. ___V_.._...._,_I,~v._.I-- ~ - - -
I 68~.ao
M I - I - - _ -
/ - - - - -_L _ - m L_ ~_I.1~~1~1J1~IJ.~~ ~ ~ ~ ~ 3~T,~_IJ~.I~1~.1.~1 T.
_
- - SCALE: HOR1Z, 1 10' SHEET NO. VERT, 1 1'
ZJ
WIDE
w 660 ! ~ I i ~ I I i I I I I I I i i i I I I i I 1 I a-~ ~ I I
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g 0+00 1+00 2+00 NTS
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\ WEODINCTON ESTATES \ ~ BLOCK 1 Em . EX67PA4 wcW vme ~ \ PLAT BOOK 5 PAGE 74
ATP • n~suv6wvire A RENSHD RECORD tAAP ~ o = 001rop7f0 vent SHORING LOTS 17 do 1B ~ \ , ~ ecnm asr°~wA . ~ ~Ar WALDEN AT PROVIDENCE ~ \ m ,+c ws,ra Draw v v v ~ ~v ~ ~11111;11~~ LLlI o ~ ~
ec , aaa tFl ct+~ PHASEI ~ ( ~ 14 ~ v 12'~ _ 1111, ? ~
Ev. t~t'tr'v"ttwtwT PLAT CABINET C FlLE N0. 243 ~~=EXt,S11N0~CRCIE77pWliQNr \ JEAN LLVABDAR GRASSED SWALE BMP-SEE DETAIL THIS SHEET Ec . ma cr a7 AFC ~ J / s oaha7u a wi :ET ~ ~ ~,v~ ~ ~v 's~ v PERM,~~~ T Iilll~l~l O ~ ' ~ ~
car ra ` \ ''a~ PARO£L ID oBtsoas PLAT CABINET C FILE NQ 2 ~ ~ . ~ \ LOPE D,~A.~i~ ~ tZ
700118. TIIh,EBY1N i \ l~ ,~'i'~'.i,~ PERMANENT WET DETEN110N "~~.Yt n m' ~ ~ `r ,~°Q
PACEL 10 061770)7 \ ~ ~ POND SEE PLAN SHEET 6 Ea„~ ~ \ \
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PHASE 1 ~ A REVISED RECORD MAP a PLAT CABINET B FILE N0. 2516 ~ \ 1 1 \ 1 ~
5NOpANG ''J taT 14 GOT }6 WALDEN AT PROVIDENCE ?'a• pIAT CABINET B FILE N0. 2516 p T A I FI 4
PHASEI ~xn r LA C BNET B LE ND. 2518 66007.9558 PLAT CABINET B FILE N0. 345-B 'Fp\~ o~u~,°~L ° n+ouu Lct eott v 5 t ~ ~1d69290.476 ~ ~ \ ~ ~ 1 ~ ~ 11~ Sy\L v,~ ~
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PARCBtID p617705i I ~ 05 BNIA 5 ° o a 1~ ~~t ` , v ~ ~ ' i , ~ ~ ` s~ ,v~
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